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Reyolando M. L. R. F. Brasil ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Zacchei, Enrico / Molina, José Luis / Brasil, Reyolando M. L. R. F. (2017): Seismic Hazard and Structural Analysis of the Concrete Arch Dam (Rules Dam on Guadalfeo River). In: Procedia Engineering, v. 199 ( 2017).

    https://doi.org/10.1016/j.proeng.2017.09.334

  2. Wahrhaftig, Alexandre de M. / Silva, Marcelo A. da / Brasil, Reyolando M. L. R. F. (2019): Analytical determination of the vibration frequencies and buckling loads of slender reinforced concrete towers. In: Latin American Journal of Solids and Structures, v. 16, n. 5 ( 2019).

    https://doi.org/10.1590/1679-78255374

  3. Carril, Célio F. / Isyumov, Nicholas / Brasil, Reyolando M. L. R. F. (2003): Experimental study of the wind forces on rectangular latticed communication towers with antennas. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 91, n. 8 (August 2003).

    https://doi.org/10.1016/s0167-6105(03)00049-7

  4. Silva, Marcelo A. / Arora, Jasbir S. / Swan, Colby C. / Brasil, Reyolando M. L. R. F. (2002): Optimization of Elevated Concrete Foundations for Vibrating Machines. In: Journal of Structural Engineering (ASCE), v. 128, n. 11 (November 2002).

    https://doi.org/10.1061/(asce)0733-9445(2002)128:11(1470)

  5. Silva, Marcelo A. / Swan, Colby C. / Arora, Jasbir S. / Brasil, Reyolando M. L. R. F. (2001): Failure Criterion for RC Members under Biaxial Bending and Axial Load. In: Journal of Structural Engineering (ASCE), v. 127, n. 8 ( 2001).

    https://doi.org/10.1061/(asce)0733-9445(2001)127:8(922)

  6. Brasil, Reyolando M. L. R. F. / Della Monica, Vicenzo K. / Pacheco, Henrique Braglia (2017): Effect of Pretension on the Dynamic Response of Footbridges. Presented at: Footbridge 2017 Berlin - Tell A Story, 6-8.9.2017, Technische Universität Berlin (TU Berlin).

    https://doi.org/10.24904/footbridge2017.09823

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